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HomeMy WebLinkAboutSewer Plan... _- -- - N/F PEQUOT LEDGE CAMPGROUNDS LLC VOL 336 / PG 737 IRON PIPE FOUND IRON PIPE FOUND IRON PIPE FOUND CONCRETE MONUMENT FOUND IRON PIN FOUND ` .` EXISTING WELL SULTAN & ANN M. AHAMED VOL 128 / PG 80 o S38•53�49"'E / /' �i001' i"'/ ice'/ - , -H t1 00 NORMAN/COOPER VOL 288 / PG 706 ; (7-- 1 c o QUALITY CONTROL CERTIFICATION GROUP REVIEWED DATE PROJECT MANAGER 7( Q R .j" SURVEY ENVIRONMENTAL CIVIL STRUCTURAL ARCHITECTURAL FILE 34827 IRON PIPE FOUND N/F PEQUOT LEDGE CAMPGROUNDS LLC VOL 336 / PG 737 15 7 DOYLE ROAD -- __-._- ALuriv :.:204 ............. GARDNER LAKE _IRON PIPE FOUND Voo 00 0 0000000< COMPACTEDZ V,, BACKFILL ANGLE 10' UP SLOPE FOR STABILITY AND SELF CLEANING °Ilk o I J (n RELOCATE OVERHEAD UTILRIES AS REQUIRED BY CONNECTICUT LIGHT & POWER s BENCHMARK NUB ELEVATION = 424.61 N/F \ BRIAN P. & BRENDA LEE MCNAMARA PROPOSED UMrrS OF CLEARING LIMITS OF CONSERVATION EASEMENT (2)-2"x2"X3' STAKES FILTER EACH BALE FABRIC Li U 0 0 0 0 0 0 SILT FENCE BACKED BY HAYBALE BARRIER NOT TO SCALE 12" OF BACKFILL ELEV=404.0 LIFTING HANDLES GALLER CROSS SECTION NOT TO SCALE CAST CONCRETE COVERS-/ PLAN 4x4 12.6/12.6 GA. WIRE MESH 24" INLET \_3" VENT --------i 3" LIQUID LEVEL Itit u') 00 CONTINUOUS HOT I 1 ASPHALT SEAL 4" SCHEDULE #40 INLET BAFFLE 1 i_ 4" OUTLET BAFFLE LINED W/ 1/8" PVC= 60' GAS DEFLECTOR - CROSS SECTION 1000 GALLON 2 COMPARTMENT SEPTIC TANK NOT TO SCALE PROVIDE RISERS TO WITHIN 12" OF FINISH GRADE AT INLET AND OUTLET " PROVIDE 4 OUTLET FILTER POLYLOK OUTLET PL -122 EROSION AND SEDIMENT CONTROL PLAN 1.) CLEARING, GRUBBING, AND GRADING OF THE PROPOSED LOT TO BE LIMITED TO AREAS ADJACENT TO THE PROPOSED HOUSE, DRIVEWAY, AND SEPTIC SYSTEM. 2.) DISTURBED AREAS TO BE LOAMED, SEEDED, AND MULCHED. 3.) ALL TOPSOIL TO BE STOCKPILED ON SITE AND PROTECTED WITH HAYBALES OR SILT FENCE. 4.) ALL CUT AND FILL SLOPES ARE NOT TO EXCEED 3:1 SLOPES. 5.) PRIOR TO SITE DISTURBANCE, THE REPRESENTATIVE OF THE TOWN OF MONTVILLE SHALL BE NOTIFIED WHEN SEDIMENT CONTROL MEASURES ARE IN PLACE SO THAT THE INSPECTION CAN OCCUR. 6.) THE CONTRACTOR WILL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL REQUIRED SEDIMENT CONTROL MEASURES THROUGHOUT CONSTRUCTION, 7.) DUST CONTROL WILL BE ACCOMPLISHED BY SPRAYING WITH WATER, AND IF NECESSARY THE APPLICATION OF CALCIUM CHLORIDE. TEMPORARY VEGETATNE COVER PLANTING SCHEDULE MULCHES APPLICATION RATE NOTES SEEDING DATES: FER 1000 S.F. APRIL 1 - JUNE 15 AUGUST 1 - SEPTEMBER 15 STRAW/HAY 70-90 lbs. FREE FROM WEEDS AND COARSE MATTER SEED MIXTURE: WOOD CHIPS 185-275 lbs. FREE OF COARSE MATTER 45% RED FESCUE AIR DRIED, TREAT WITH 45% KENTUCKY BLUE GRASS 12lbs NITROGEN / TON 10% PERENNIAL RYE MAP REFERENCE 1.) SUBDIVISION PLAN PREPARED FOR BRIAN P. KNOCKOUT INLET & OUTLET OPENINGS MONTVILLE, CONNECTICUT, RIBS INSIDE GROUP DATED 04/30/2003 WITH REVISIONS TO O + N + L LLm MONTVILLE, CONNECTICUT, CAST CONCRETE COVERS-/ PLAN 4x4 12.6/12.6 GA. WIRE MESH 24" INLET \_3" VENT --------i 3" LIQUID LEVEL Itit u') 00 CONTINUOUS HOT I 1 ASPHALT SEAL 4" SCHEDULE #40 INLET BAFFLE 1 i_ 4" OUTLET BAFFLE LINED W/ 1/8" PVC= 60' GAS DEFLECTOR - CROSS SECTION 1000 GALLON 2 COMPARTMENT SEPTIC TANK NOT TO SCALE PROVIDE RISERS TO WITHIN 12" OF FINISH GRADE AT INLET AND OUTLET " PROVIDE 4 OUTLET FILTER POLYLOK OUTLET PL -122 EROSION AND SEDIMENT CONTROL PLAN 1.) CLEARING, GRUBBING, AND GRADING OF THE PROPOSED LOT TO BE LIMITED TO AREAS ADJACENT TO THE PROPOSED HOUSE, DRIVEWAY, AND SEPTIC SYSTEM. 2.) DISTURBED AREAS TO BE LOAMED, SEEDED, AND MULCHED. 3.) ALL TOPSOIL TO BE STOCKPILED ON SITE AND PROTECTED WITH HAYBALES OR SILT FENCE. 4.) ALL CUT AND FILL SLOPES ARE NOT TO EXCEED 3:1 SLOPES. 5.) PRIOR TO SITE DISTURBANCE, THE REPRESENTATIVE OF THE TOWN OF MONTVILLE SHALL BE NOTIFIED WHEN SEDIMENT CONTROL MEASURES ARE IN PLACE SO THAT THE INSPECTION CAN OCCUR. 6.) THE CONTRACTOR WILL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL REQUIRED SEDIMENT CONTROL MEASURES THROUGHOUT CONSTRUCTION, 7.) DUST CONTROL WILL BE ACCOMPLISHED BY SPRAYING WITH WATER, AND IF NECESSARY THE APPLICATION OF CALCIUM CHLORIDE. TEMPORARY VEGETATNE COVER PLANTING SCHEDULE MULCHES APPLICATION RATE NOTES SEEDING DATES: FER 1000 S.F. APRIL 1 - JUNE 15 AUGUST 1 - SEPTEMBER 15 STRAW/HAY 70-90 lbs. FREE FROM WEEDS AND COARSE MATTER SEED MIXTURE: WOOD CHIPS 185-275 lbs. FREE OF COARSE MATTER 45% RED FESCUE AIR DRIED, TREAT WITH 45% KENTUCKY BLUE GRASS 12lbs NITROGEN / TON 10% PERENNIAL RYE MAP REFERENCE 1.) SUBDIVISION PLAN PREPARED FOR BRIAN P. & BRENDA LEE MCNAMARA, 191 DOYLE ROAD, MONTVILLE, CONNECTICUT, BY CME/CPK DESIGN GROUP DATED 04/30/2003 WITH REVISIONS TO 11/04/2003. 10 - 10" 2.) EASEMENT MAP PREPARED FOR BRIAN P. & BRENDA LEE MCNAMAR, 191 DOYLE ROAD, MONTVILLE, CONNECTICUT, PROPOSED DRIVEWAY EASEMENT, SCALE 1" = 80', SHEET 1 OF 1 BY CME/CPK DESIGN GROUP DATED 11/15/2003. 15-3/4" TESHOLE DATA PER UNCAS HEALTH DISTRICT 02/09/2004 40 - TH "A" 45 - 18" 0"-3" TOPSOIL 18-1 /2" 55 - 3"-84" GRAVEL 60 - 19-1 /2" NO LEDGE, NO WATER, NO MOTTLING ( TH "B" STONE WALL l!�t^� V 0"-4" TOPSOIL BUILDING SETBACK LINE .s 4"-1 13" GRAVEL PROPOSED RETAINING WALL a NO LEDGE, NO WATER, NO MOTTLING y 0 m TH "C" PROPOSED FENCE U 0"-6" TOPSOIL PROPOSED LIMITS OF CLEARING < 6"-118" GRAVEL PROPOSED BURIED UTILITIES U NO LEDGE, NO WATER, NO MOTTLING 20 10 0 TH "D" TEST HOLE GRAPHIC SCALE IN FEET 0"-5" TOPSOIL 0) 00 0 J 5"-124" GRAVEL O NO LEDGE, NO WATER, NO MOTTLING PERCOLATION RATE PER SUBDIVISION PLAN MIN INCHES 0 - 3" 5 - 7-1 /2" 10 - 10" 15 - 12-1/2" 20 - 13-5/8" 25 - 14-3/4" 30 - 15-3/4" 35 - 16-3/4" 40 - 17-1/2" 45 - 18" 50 - 18-1 /2" 55 - 19" 60 - 19-1 /2" RATE = 14 MINUTES/INCH DESIGN DATA 3 BEDROOM RESIDENCE REQUIRES 495 SF OF LEACHING AREA PROVIDE (14) 4'(4'x4' LEACHING GALLERIES EFFECTIVE LEACHING AREA = 515 SF PROVIDE A 1000 GALLON 2 -COMPARTMENT TANK M.L.S,S. REQUIRED = N/A M.L.S.S. PROVIDED = 60' USE OF THE RESERVE AREA WILL REQUIRE THE ADDITION OF A 100 GAL. PUMP CHAMBER AND EFFLUENT PUMP. PREPARE AREA Gf PROPOSED SYSTEM AS FOLLOWS 1.) REMOVE AND STOCKPILE TOPSOIL. 2.) EXCAVATE 6' WIDE TRENCHES AND PREPARE SURFACE. 3.) PLACE GALLERY UNITS IN TRENCH WITH ENDS BUTTED TOGETHER TO PROVIDE THE DESIRED LENGTH. SET BOTTOM OF UNITS AT ELEVATION 404.0. 4.) RUN PIPE THRU INLET END PLATE (PIPE DOES NOT EXTEND ENTIRE LENGTH OF SYSTEM) AND BACKFILL WITH 1" BROKEN STONE, 5.) PLACE FILTER FABRIC ON TOP OF STONE OVER ENTIRE SYSTEM. 6.) REPLACE TOPSOIL, SEED & MULCH. NOTE 1.) TOPOGRAPHIC INFORMATION ON THIS PLAN COMPLIES WITH T-2 MAPPING STANDARDS, 2.) BASE FOR LEVELS: SUBDIVISION MAP. U) 3.) PROPOSED HOUSE AND SEPTIC SYSTEM TO BE STAKED IN THE FIELD BY A LAND SURVEYOR LICENSED IN THE STATE OF CONNECTICUT. Q) CD 4.) LOT AREA = 4.81 t ACRES /NQ �.L 5,) BENCHMARK TO BE LEGEND SET IN AREA OF SEPTIC SYSTEM AT TIME OF CONSTRUCTION, FF FIRST FLOOR c~n ELEV ELEVATION SF SQUARE FEET m — —400 — EXISTING CONTOURS �..1 F400 PROPOSED CONTOURS ( a STONE WALL l!�t^� V QY f C� BUILDING SETBACK LINE .s - PROPOSED RETAINING WALL a iE PROPOSED SILT FENCE y 0 m J PROPOSED FENCE U v) PROPOSED LIMITS OF CLEARING < u PROPOSED BURIED UTILITIES U 409.0 INVERT ELEVATION 20 10 0 TH"A" TEST HOLE GRAPHIC SCALE IN FEET I,- T -- M 00 ' rn 00 N, °Q 0oc)cC 00 0 a� � o X cu cL o u r - EL U U collo o tti U E � U p? o a Z , i�- cu > a� o E W N w bA 0 U Q �-- •E z In U) cn �, n m Q) CD /NQ �.L W V) W c~n J �D m Z z �..1 O LL U ( a o l!�t^� V QY f C� U Z .s o � J If a iE {!?© y 0 m J J :2iO U v) W < < Q o =Lei a U Lv (D 0 J CL Of +1- 0) 00 0 J Lv V) O r 0 Z zo a w V) r~- :2 -- o a f= z z Q � (n � > Q �-- •E cn In U) cn �, n m Q) CD I W V) L0 L0 m z z ( N o w z to C C) o � J If a iE 0 y 0 m Fn a d w o w cn Z a J (D 0 LL DATE; 02/13/2004 SCALE; 1 " = 20' O zo w V) a -- o a f= z z Lu � (n � > w _ w cn Lli LLJo > aw Q Q Ld Q o CD N K) QD O O 0 Cl O Z `- N N? d Q �-- •E �, n a Q) CD W V) L0 L0 m N ( ( N Oo -� W . z 0 z z o � J If 0 y 0 m Fn a d w o J CL 0 C) 0 LL DATE; 02/13/2004 SCALE; 1 " = 20' SHEET 20 1 C} F 1